Chapter
Apr 26, 2012

Dynamic Response of Rigid Pavement under Moving Multi-Load

Publication: International Conference on Transportation Engineering 2007

Abstract

The dynamic response of rigid pavement under moving multi-load is investigated. Solutions of dynamic stress and deflection of infinite plate on viscoelastic foundation subjected to moving load are obtained by means of Fourier transform. Four load patterns are discussed respectively, including single-wheel load, single-axle load, tandem-axle load and whole-vehicle load. The numerical calculations are carried out by using Fast Fourier Transform (FFT). In the numerical example, the dynamic responses obtained with the four load patterns are compared. It is found that tandem-axle load is the major cause for the maximum response of the plate. In the end, the effects of load traveling velocity, thickness and elastic modulus of the plate on the distribution of the deflection and the stress are studied.

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Go to International Conference on Transportation Engineering 2007
International Conference on Transportation Engineering 2007
Pages: 955 - 960

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Published online: Apr 26, 2012

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Mingliang Li [email protected]
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, 116024, China. E-mail: [email protected]
Yang Zhong
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, 116024, China
Xinming Cao
Jinzhou Highway Administration Section, Dalian, 116110, China

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